Kolkata Metropolitan Development Authority Tender
Search from over 10,000+ business opportunities that have been announced from the biggest West Bengal tenders, e tender West Bengal, WB government tenders, and the Online Tender Notices posted on West Bengal e tenders to date. Find opportunities that have come in from multiple corporations, West Bengal government departments, State PSUs, and several Private companies from the state.
Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 Jul 2024
Closing Date29 Jul 2024
Tender Amount₹ 1,80,43,301
Costs
EMD
₹ 3,60,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Establishment Of 50 (fifty) Bedded Rishra-serampore Urban Community Health Centre (u-chc) By Upgradation Of Existing Infrastructure Of Rishra Seva Sadan Under Rishra Municipality (civil Part).
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_KMDA_708764_1Bid Award Id
ViewTender No
KMDA/CIVIL/E and AM/Planning Circle/SE/01 OF 2024-25Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Cleaning the concrete surface by removing dirt and debris,
marking defective locations and removing loose concrete
by careful stripping untill hard surface is exposed, cutting
the concrete to regular shape, wire brushing the
exposedsurface and removing debris from site complete as
per direction of the Engineer - in - Charge.
1000
90000
90
Removing old scales, blisters etc. of interior surface of
walls,ceiling by scraping etc. and preparing smooth and
even surface with rendering or cement mortar (1:2) (as
necessary), to make the surface suitable for receiving
distemper. (Payment against this item will be made only
when this has been done on the specific direction of the
Engineer-in-charge).
1500
15195
10.13
Rounding corners with cement mortar (1:3) for crack
repairs.
150
1950
13
Uprooting and removing plants from the surface of walls
parapet etc and making good damages. (Repairing of
damages to be paid separately).(b) Medium size plant of
girth of exposed stem above 75 mm.
50
3000
60
Cleaning the exposed reinforcement preferably upto full
diameter by wire brush, applying two coats of polymer
based rust removing compound left for 24 hours, removing
the coating and then applying two (2) coats of
polymermodified anti corrosive protective coating
formulated to inhibit the corrosion of reinforcement as per
anufacturer's specification][Mode of measurement:The
affected surface area of reinforcement shall be considered
for payment]
P.W.D SCH (B.)
190
149150
785
Welding in M.S. structural work with gas or electric:
(a) Tack weld
755
6795
9
(b) Continuous Weld
1200
10800
9
Supplying & laying 3mm thick pre-fabricated plastomeric
water proofing membrane conforming to EN 12311-1 &
ASTMD 5147, manufactured with atactic poly propylene
(APP) modified premium grade asphalt , specially
reinforced with non-woven polyester core with polyester
reinforcement @160 gms per sqm & both faces covered
with thermo-fusible polyethylene film /MineraL on top face
over a coat of primer @ 0.40 lit/sqm of manufacturer's
specification on smooth,clean dry surface prepared
wherever required.Lap joint shall be provided of 75 mm in
longitudinal & 100 mm in transverse direction and fused
using LPG/ Propane torch employing extra care ensuring
full bondage, complete removal of entrapped air and
sealing edges into grooves in appropriate manner as per
direction of Engineer -in-charge all complete including
materials,labour and applicable taxes. (Payment shall be
made on the basis of finished surface area.).Membrane
Property: Softening Point 150 deg C, ColdFlexibility -6
deg C, Tensile Strength, N/cm : 600(longitudinal), 450
(transverse), Tearing Strength, N:300 (longitudinal), 200
(transverse)
P.W.D SCH
685
278795
407
Preparation of drainage spout on roof for bituminous
waterproofing treatment after required grading and shaping
of the under bed with Cement Concrete (1:2:4) or Cement
Mortar (1:4) as directed, Chamfering and moulding the
parapet wall to form a bell mouth entry, if required and
providing full course treatment with bituminous felt to
facilitate quick and smooth drainage of watwr into the
down pipes complete including cost of all materials and
labour according to satisfaction of the Engineer - in -
Charge. (This item shall be done for reparing works only
and shall not be used when original/renewal of tarfelting
work is proposed to be undertaken)
45
5085
113
Repair to roof cracks with Bitumen (VG-40) including
cutting grooves and cleaning cracks, heating bitumen as
directed and finished with sand blinding. (Bitumen 1.687
Kg/ Sq.m, Medium Sand 0.6 Cu.m/100 Sq.m) (Bitumen to
be supplied by contractor)
120
26640
222
Washing and cleaning with oxalic acid powder using 33
gms./sq.m.
2300
12719
5.53
Making one set of scaffolding only for replacing glass
panels, painting, uprooting plant and another repairing
works of building and S&P works for external works only
with 10 cm. dia bamboo as main posts at the rate of 1
metre centre to centre and 7.5 cm. dia bamboo ties @
0.75 metre apart fitting and fixing with necessary coir, nails
etc. as per direction of the Engineer-incharge.
(This item should be executed only after prior approval of
the Engineer-incharge). Firstly, one number to be paid and
then labour rate for shifting up to further nineteenth (19)
times @ 10% each time to be considered. If
necessaryfurther after twenty times of total use, another
one number new and labour rate for shifting to be
considered accordingly.
150
41850
279
Labour for lowering and stacking after dismantling in parts
R.S.joists, channels, angles, tees, plates etc.complete as
directed.
(a) From 1st floor level
25
4925
197
(a) From 2nd floor level
15
3825
255
Reparing collapsible gate by cutting out all rivets as
necessary reassambling all members including welding
pieces of channels, sraightening bent bars and rivetting
with new rivets and fitting in position and painting two coats.
75
28425
379
Easing and oiling, cleaning collapsible gate and repairing to locking arrangements.
75
1275
17
Sealing of cracks / porous concrete by injection
process through nipples/Grouting complete as per
Technical specification.
B Cement mortar (1:1) Grouting
82
11398
139
Reinforcement for reinforced concrete work in all sorts of
structures including distribution bars, stirrups, binders etc
initial straightening and removal of loose rust (if
necessary), cutting to requisite length, hooking and bending
to correct shape, placing in proper position and binding
with 16 gauge black annealed wire at every intersection,
complete as per drawing and direction.a) For works in
foundation and upto roof of ground floor/upto 4 m(i) Tor
steel/Mild SteelI. Other Manufacturers
not specified
(a) Foundation and Ground Floor Roof
9
489951
54439.07
1st Floor
2.1
115225
54869.07
2nd Floor
0.8
44239
55299.07
Hire and labour charges for shuttering with centering and
necessary stagingupto 4 m using approved stout props and
thick hard wood planks of pprovedthickness with required
bracing for concrete slabs, beams and columns, lintels
curved or straight including fitting, fixing and striking out
after completion of works (upto roof of ground floor)
(a) 25 mm to 30 mm thick wooden shuttering
as per decision & direction of Engineer-In- Charge.
220
73480
334
c) Steel shuttering or 9 to 12 mm thick approved quality ply
board shuttering in any concrete work (i) Upto roof of Ground floor
195
71760
368
(ii) Upto First floor
123
47478
386
(iii) Above First floor
75
30300
404
(e) Extra for staging beyond 4 m in any floor (Mode of
measurement: area in plan x mean height of staging upto
soffit of shuttering above initial 4 m)
3324.99
202824
61
Controlled Cement concrete with well graded stone chips
(20 mm graded nominal size) excluding shuttering and
reinforcement with complete design of concrete as per IS :
456 and relevant special publications, submission of job
mix formula after preliminary mix design after testing of
concrete cubes as per direction of Engineer-in charge.
Consumption of cement will not be less than 300 Kg of
cement with Super plasticiser per cubic meter of controlled
concrete but actual consumption will be determined on the
basis of preliminary test and job mix foumula. In ground
floor and foundation. [using concrete mixture] M 25 Grade(i) Pakur Variety
(a) Ground floor & foundation
72
431879
5998.33
(b) Upto first floor
21.5
131006
6093.33
In Second floor
25
154708
6188.33
Dismantling R.C. floor, roof, beams etc. Including cutting rods
and removing rubbish as directed within a lead of 75 m. including
stacking of steel bars.
(a) In ground floor including roof.
56
109536
1956
1st Floor
25
50150
2006
2nd Floor
26
53456
2056
3rd Floor
83
174798
2106
4th Floor
28
60368
2156
5th Floor
52
114712
2206
6th Floor
52
117312
2256
Dismantling all types of masonry excepting cement
concrete plain or reinforced, stacking serviceable materials
at site and removing rubbish as directed within a lead of 75
m.
a) In ground floor including roof.
17.6
7867
447
Dismantling all types of plain cement concrete works,
stacking serviceable materials at site and removing rubbish
as directed within a lead of 75 m.
In ground floor including roof.
(a) upto 150 mm. thick
18.3
17183
939
Earth work in excavation of foundation trenches or drains,
in all sorts of soil (including mixed soil but excluding laterite
or sandstone) including removing, spreading or stacking the
spoils within a lead of 75 m. as directed. The item includes
necessary trimming the sides of trenches, levelling,
dressing and ramming the bottom, bailing out water as
required complete.
(a) Depth of excavation not exceeding 1,500 mm.
170
20275
119.27
b) Depth of excavation for additional depth beyond
1,500 mm. and upto 3,000 mm. but not requiring
shoring.
40
7695
192.38
Earth work in filling in foundation trenches or plinth with
good earth, in layers not exceeding 150 mm. including
watering and ramming etc. layer by layer complete.
(Payment to be made on the basis of measurement of
finished quantity of work)
(a) With earth obtained from excavation of foundation.
40
3101
77.54
(A) Filling in foundation or plinth by silver sand in layers not
exceeding 150 mm as directed and consolidating the same
by thorough saturation with water, ramming complete
including the cost of supply of sand.
( Payment to be made on measurement of finished quantity
52
37014
711.81
Single Brick Flat Soling of picked jhama bricks including
ramming and dressing bed to proper level and filling joints
with local sand.
225
80325
357
Ordinary Cement concrete (mix 1:2:4) with graded stone
chips (20 mm nominal size) excluding shuttering and
reinforcement,if any, in ground floor as per relevant IS
codes.
48.5
247464
5102.36
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation & Plinth (1:4)
5.5
30205
5491.93
(b) In Superstructure Ground Floor (1:6)
3.2
17500
5468.81
(c)In Superstructure First Floor (1:6)
2
11161
5580.81
(d) Above first floor ( 1:6 )
1
5692
5692.81
125 mm thick brick work with 1st class bricks in cement
morter (1:4) (a) Ground floor
29
20719
714.47
(b) First floor
15
10897
726.47
(c) Above Roof
11
8123
738.47
Plaster (to wall, floor, ceiling etc.) with sand and cement
mortar including rounding off or chamfering corners as
directed and raking out joints including throating, nosing
and drip course, scaffolding / staging where necessary
(Ground floor).[Excluding cost of chipping over concrete
surface]
(a) Ground floor inside plaster (20mm,1:6)
510
82982
162.71
(b) Ground Floor Plaster to outside wall (15mm,1:6)
555
78549
141.53
(c) Ground floor ceiling plaster (10mm,1:4)
140
17714
126.53
(d) First floor inside plaster (20mm,1:6)
220
36676
166.71
(e) First Floor Plaster to outside wall (15mm,1:6)
350
50935
145.53
(f) First floor ceiling plaster (10mm,1:4)
55
7179
130.53
(g) Above First floor inside plaster (20mm,1:6)
225
38409
170.71
(h) Above First Floor Plaster to outside wall (15mm,1:6)
255
38130
149.53
(i) Above First floor ceiling plaster (10mm,1:4)
175
23542
134.53
Neat cement punning about 1.5mm thick in wall, dado,
window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
315
10316
32.75
Applying Interior grade Acrylic Primer of approved quality
and brand on plastered or cencrete surface old or new
surface to receive Distemper/ Acrylic emulsion paint
including scraping and preparing the surface throughly,
complete as per manufacturer's specification and as per
direction of the EIC. (In Ground Floor)
(b) Two Coats
(i) Water based interior grade Acrylic Primer
[This item to be done under specific instruction of the
Superintending Engineer]
3760
166192
44.2
Applying Exterior grade Acrylic primer of approved quality
and brand on plastered or cencrete surface old or new
surface to receive decorative textured (matt finish) or
smooth finish acrylic exterior emulsion paint including
scraping and preparing the surface throughly, complete as
per manufacturer's specification and as per direction of the
EIC.
(a) in ground floor
1950
87945
45.1
(b) in First floor
950
43519
45.81
In Second Floor
650
30238
46.52
Acrylic Distemper to interior wall, ceiling with a coat of
solvent based interior grade acrylic primer (as per
manufacturer's specification) including cleaning and
smoothning of surface.
Two Coats in ground Floor
3760
263200
70
Protective and Decorative Acrylic exterior emulsion paint of
approved quality, as per manufacturer's specification and
as per direction of EIC to be applied over acrylic primer as
required. The rate includes cost of material, labour,
scaffolding and all incidental charges but excluding the cost
of primer.
Normal Acrylic Emulsion
a) In Ground floor (Two Coat)
1950
130650
67
In First Floor
950
64324
67.71
In Second Floor
650
44473
68.42
Artificial stone in floor, dado, staircase etc with cement
concrete (1:2:4) with stone chips, laid in panels as directed
with topping made with ordinary or white cement (as
necessary) and marble dust in proportion (1:2) including
smooth finishing and rounding off corners including raking
out joints or roughening of concrete surface and application
of cement slurry before flooring works using cement @
1.75 kg/sq.m all complete including all materials and
labour.
In ground floor.
3 mm. thick topping (High polishing grinding on this item is
not permitted with ordinary cement).
Using grey cement
(ii) 25 mm. thick
140
35554
253.96
Supplying, fitting & fixing 1st quality Ceramic tiles in walls
and floors to match with the existing work & 4 nos. of key
stones (10mm) fixed with araldite at the back of each tile
&finishing the joints with white cement mixed with
colouringoxide if required to match the colour of tiles
includingroughening of concrete surface, if necessary or by
syntheticadhesive & grout materials etc.
(A) Floor
i) Coloured decorative
195
176139
903.28
(B) Wall
i) Coloured decorative
410
424054
1034.28
18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick
(avg) cement mortar (1:4) in floor, stair & lobby including
pointing in cement slurry with admixture of pigment
matching the stone shade, including grinding & polishing as
per direction of Engineer - in - charge to match with the
existing work. [Slurry for bedding @ 4.4 kg/Sq.m and
pointing @2.0 kg/Sq.m]
105
105672
1006.4
Panel shutters of door and window, as per design (each
panel consisting of single plank without joint), including
fitting and fixing the same in position but excluding the cost
of hinge and other fittings. In ground floor. (In case of nonsupply
of single plank, penal rate of reduction of 20% will
be made)
(iv) 25mm thick shutters with 12mm thick panel of size (c) Other Local Wood.
55
79970
1454
Supplying, fitting and fixing M.S. clamps for door and
window frame made of flat bent bar, end bifurcated with
necessary screws etc. by cement concrete (1:2:4) as per
direction. (Cost of concrete will be paid separately)
(a) 40mm X 6mm, 250mm Length
25
725
29
i) Iron hasp bolt of approved quality fitted and fixed
complete (oxidised) with 16mm dia rod with centre bolt and
round fitting. 300mm long
15
2490
166
Anodised aluminium grip handle with base plate of
approved quality fitted and fixed complete.(i) 165mm grip x 12mm dia rod x 42mmx3.2mm thick plate
15
2205
147
Supplying best Indian sheet glass panes set in putty and
fitted and fixed with nails and putty complete. (In all floors
for internal wall & upto 6 m height for external wall) (ii) 4 mm thick
225
120600
536
Supplying, Fitting & Fixing Factory made P.V.C. door frame
of size 50 mmx47 mm with a wall thickness of 5 mm, made
out of extruded 5 mm, PVC sheet miter cut at two corners
and joined with two nos of 1.5 mm long brackets of 15 mm
x15 mm M.S. square tube. The two vertical door profiles
are to be reinforced with 19 mmx 19 mm M.S. Square tube
of 19 gauge, weather seal to be
provided through out the frame. The door frame shall be
fixed with the wall using 65/100 mm long M.S. Screws
through the frame by using P.V.C fasteners. A minimum of
4 Nos of screws to be provided for each vertical member
and minimum 2 Nos for horizontal member etc. complete
as per Manufacturer’s specification and direction of
Engineer-in-Charge.
55
16775
305
Supplying, Fitting & Fixing 30 mm thick Factory made solid
Panel PVC Door Shutter consisting of outer frame made
out of M.S. tubes of 19 gauge thickness and size 19
mmx19 mm for styles, top and bottom rails, M.S. frame
shall have cost of steel primers of approved make and
manufacture, M.S. frame covered with 5 mm th. heat
moulded PVC “C” channel of size 30 mm th, 70 mm width
out of which 50 mm shall be flat and 20 mm shall be
tapered in 45 degree angle on either sides forming styles;
and 5 mm th. 95 mm wide PVC sheet out of which 75 mm
shall be flat and 20 mm tapered in 45 degree on the inner
side to form top & bottom rail and 115 mm wide PVC sheet
out of which 75mm shall be flat and 20 mm shall be
tapered on both sides to form lock rail. Top, bottom and
lock rails shall be provided either side of the panel with 10
mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap
insert for top rail and bottom rail. Paneling of 5 mm th. both
side PVC sheet to be fitted in the M.S. frame
welded/sealed to the styles &rails with 7 mm (5 mm+2
mm) th.x15 mm wide PVC sheet beading on inner side and
joined together with solvent cement adhesive. An additional
5 mm th. PVC strip of 20 mm which is to be stuck on the
interior side of the “C” channel using PVC solvent adhesive
etc. complete excluding all necessary hardwares as per
30
58290
1943
Supplying, fitting and fixing windows and ventilators with or
without integrated grills conforming to IS 1038-1975 and
manufactured from rolled steel sections conforming to IS
7452-1974 with non-friction projecting type, box type
hinges, glazing clips, lugs locking bracket, handle plate etc,
including hoisting in position, straightening if required, fixing
lugs in cement concrete ( 1:2:4) with stone chips 20mm
down cutting holes and mending good damages to match
with existing surface complete in all respect excluding
glazing.
(b) Openable steel windows as per IS sizes with side hung
shutters and horizotal glazing bars.
a) Ground floor
65
142935
2199
1st Floor
45
100142
2225.39
2nd Floor
22
49545
2252.09
(a) M.S.or W.I. Ornamental grill of approved design joints
continuously welded with M.S, W.I. Flats and bars of
windows, railing etc. fitted and fixed with necessary screws
and lugs in ground floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq.
mtr.
25
247200
9888
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels
100mm apart in fully stretched position 20mm x 5mm M.S.
flats as collapsible bracings properly rivetted and
washered including 38mm steel rollers including locking
arrangements, fitted and fixed in position with lugs set in
cement concrete and including cutting necessary holes,
chasing etc. in walls, floors etc. and making good damages
complete.
(Add extra @ 1% for each addl. floor upto 4th floor and @
1.25% for each
25
108250
4330
In First Floor
15
65599
4373.3
In second floor
9
39753
4417.03
Supplying, fitting and fixing Stainless Steel railing consist of
38mm dia and 900mm height vertical balustrade at every
two alternative steps, 50mm dia top rail, 3 (three ) nos
19mm dia horizontal Strainless steel pipe and base/cover
plate with Strainless Steel GRADE 304 containing 7.5%
nickle (Interior Grade) Brushed/Mat finish, complete as per
direction of the Engineer-incharge.
{Weight of Strainless Steel railing per metre 6.5 Kg
(approx)}
110
998470
9077
Providing waterproofing treatment over concrete roof
surface (old or new) by the application of two coats of
slurry prepared with latex of approved brand, water and
cement in the proportion of (LP.W. Cement - 1:4:6) by
volume, with brush in a time gap of minimum 4(four) hours
to 14(fourteen) hours between the two layers, laying 20mm
thick and sand and cement consolidated plaster (1:4)
admixed with Plastocrete Super of approved brand 0.2%
by weight of cement, laying flat 1st class Brick Bats /
Bricks over the mortar keeping a gap of 10-20 mm
between two bats, filling the vertical joints with the
aforesaid mortar, providing a second layer of 20 mm thick
sand and cement plaster (1:4) admixed with Plastocrete
Super as above over the brick layer, the top surface of the treatment should be chequered to provide the antistrip
property.
(a) By Bricks (cement 25.66 kg/ Sq.m)
165
132330
802
Supplying and application of chemicalfor rebar anchoring
by using ETA approved/Orseismiccriteriain barconnection,
Includingdrillinghole to the requireddepth by rotary hammer
drill,cleaningwith brush& jet of clean air, IPlllng resin and
hardener using serrated nozzle to eliminate mixing error
and In"a voldlessmanner Includingchargesfor all tools &
plants. Applicationto be "0: designedfor rebars as per
ECZ/TR023or relevant tested and accepted design IS
guidelinesand the design document to be furnished by the
manufacturer.The chemicalshould have ETAapprovalfor
seismic criteriaof rebarfixing which should be furnished by
manu/Octurer. The installation and the setting...
instructionsshould be strictlyfollowed as per
manufacturer'sspecificationsas approved by EICprior to
drilling. The existing concrete member should be scanned
using rebar scanner to avoid hitting existing reinforcement
in concrete. Notes; 01) Thlsrate Is excluding the cost of
scoffolding. 2)This work should not be executed without
specific permission of the SuperintendingEngineerof the
respective circleand Injectionprocessshould be executed In
the presenceof officernot below the rank of
AssistantEngineer
to supervise the workminutely. 3) Rebar grouting Is
specificallyrequired for extension and strengthening
purpose of old or existing RCC structuralmembers with
new RCCstructural members through rebar fixing chemical
item without breaking beam,
ii)Cost of rebar with rebar chemical for 10mm dia Der cm
of deDth
2555
30660
12
ii)Cost of rebar with rebar chemical for 12mm dia Der cm
of deDth
3555
46215
13
ii)Cost of rebar with rebar chemical for 16mm dia Der cm
of deDth
2750
46750
17
ii)Cost of rebar with rebar chemical for 20mm dia Der cm
of deDth
1855
48230
26
M.S. structural works in roof trusses with tubular sections
conforming to IS: 806-1957 & IS: 1161- 1958 cnnected to
one another with bracket, gusset cleats as per design,
direction of Engineer-in-charge complete including cutting
to requisite size, fabrication with necessary metal arc
welding conforming to IS: 816-1956 & IS: 9595 using
electrodes of approved make and brand conforming to
IS:814- 1957, haulage, hoisting and erection all complete.
The rate includes the cost of rolled steel section,
consumables such as electrodes, gas and hire charge of all
tools and plants and labour reqired for the work including
all incidental chages such as electricity charges, labour
insurance charges etc. Payment to be made on the basis
of calculated weight of structural tubular memebrs as
specified in relevent IS code in finished work. Payment for
gusset, bracket, cleat may be made by adding the actual
i) For trusses spanning up to 12.00 m
5.5
401230
72951
III) For built up sections / srtuctural members of specified
sections weighing not less than 22.5 Kg./m
0.6
46116
76861
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)
coating of 150 grams per sq. metre (followed by colour
coated on both side) steel sheet work having minimum
yield strength of 550 Mpa of trapizoidal profile of approved
make (excluding the supporting frame work) fitted and fixed
with 55 mm & 25 mm self tapping screw, EPDM Washer
16 mm dia & 3 mm th. washer etc. complete with 150 mm
end lap and one corrugation minimum side lap. (Payment to
be made on area of finished work).
(i)In Roof: a) With 0.5 mm thick sheet
52
46592
896
Supplying, fitting & fixing UPVC pipes A- Type and fittings
conforming to IS:13592-1992 with all necessary clamps
nails, including making holes in walls, floor etc. cutting
trenches in any soil through masonry concrete structures
etc if necessary and mending good damages including
joining with jointing materails (Spun Yarn,
Valamoid/Bitumen/M-Seal etc) complete.
A) UPVC Pipes:
(ii) 110 mm. Dia.
455
114205
251
B) UPVC Fittings: (ii) 110 mm. Dia.
a) Plain Tee
15
2580
172
Plain Y
10
2230
223
Bend 87.5 Degree
15
2400
160
Shoe
10
1110
111
Solvent Cement 250ML
20
2060
103
Removal of rubbish. from the working site and disposal of
the same beyond the compound, in conformity with the
Municipal / Corporation Rules for such disposal, loading
into truck and cleaning the site in all respect as per
direction of Engineer in charge.
400
66400
166
Labour for Chipping of concrete surface before taking up
Plastering work.
125
2625
21
Grinding to marble / mosaic floor including remaining
stone,if necessary, after cutting with manual labour /
machine,where necessary.
2450
49000
20
(a) Priming one coat on steel or other metal surface with
synthetic oil bound primer of approved quality including
smoothening surfaces by sand papering etc.
355
13490
38
b) Priming one coat on timber or plastered surface with
synthetic oil bound primer of approved quality including
smoothening surfaces by sand papering etc.
372
10788
29
Painting with best quality synthetic enamel paint of
approved make and brand including smoothening surface
by sand papering etc. including using of approved putty
etc. on the surface, if necessary : With super gloss (higloss)-
With any shade except white.
a) On timber or plastered surface Two Coats
355
28755
81
b) On Steel surface Two Coats
372
29388
79
Wood work in door and window frame fitted and fixed in
position complete including a protective coat of painting at
the contact surface of the frame exluding cost of concrete,
Iron Butt Hinges and M.S clamps. (The quantum should be
correted upto three decimals)..
(d) Sal : Local. In Groung Floor
0.75
58253
77671
In First Floor
0.6
46722
77871
In Second Floor
0.55
42939
78071
Supplying, fitting & fixing of partly glazed partly panelled or
fully glazed single leaf Aluminium swing door of all
aluminium sections viz door frame ( top and side frame),
shutter( top rail, bottom rail, lock rail, door vertical) ,
glazing clip made of Aluminium Alloy Extrusions conforming
to IS: 733-1983 and IS: 1285-1975, annodized conforming
to IS:1868- 1983, fitted with all other accessories viz.
EPDM gusket,cleat, angle screws etc. including labour
charges for fitting and fixing of aluminium door with door
spring,/aluminium hinges, glass / Panel board all complete
as per architectural drawings and direction of Engineerincharge.(
Excluding cost of glass/ panel board, door
spring/ Al hinges, door closer, door stoper, handle, tower
bolt and locking arrangment etc)
10-12 Micron thickness Annodizing film Natural white
115
44275
385
Providing, fitting and fixing in position, medium density fibre
board conforming to IS: 12406-1988 for plain and IS:
14587-1998 for prelaminated made of wood fibre bonded
with Urea formaldehyde for interior grade and Phenol
Formaldehyde for exterior grade conforming to per IS:848-
1974 as per approved make and brand as per direction of
Engineer-in-Charge. (C) Both side decorative lamination
(II) Interior Grade
(i) 8mm In Ground Floor
115
89815
781
In First Floor
116
92220
795
In Second Floor
117
94653
809
(A) Supplying Aluminium casted body hydraulic door closer
as per I.S.I.
10
6350
635
Supplying concealed type heavy duty PVC headed
aluminium tower bolt for double leaf doors as per approved
make and brand as per direction of Engineer-in-Charge. iii)
300mm long
15
1110
74
Anodised aliminium D-type handle of approved quality
manufactured fromextruded section conforming to I.S.
specification (I.S. 230/72) fitted and fixed
complete:(iii) 100 mm grip x 12 mm dia rod.
15
1275
85
Providing and fixing exterior quality Aluminium Composite
Panel (ACP) wall cladding on existing Al. /MS frame work
with GI brackets, ACP fixed on the existing frame work by
folding the edges of ACP panel (Engraving the rear surface
of ACP sheet) with CP angles, cleats and strainless
Steelscrews forming groves at the periphery of ACP panel.
Such grooves filled with foam and silicon sealant etc.
complete with all materials (but including the cost of silicon
sealant), labour, scaffolding and all other
incidental charges complete in all respect as per
specification and direction of Engineer-in-charge. (Mode of
payment is on finished surface area of ACP)(b) 4mm thick
128
368384
2878
Supplying,fitting & fixing of 2-Track / 3-Track Aluminium
sliding Window of all Aluminium sections viz. window frame
(top,bottom & side frame), shutter (top, bottom, side &
interlock member) made of aluminium alloy extrusions
conforming to IS 733-1983 & IS 1285-1975, annodised
conforming to IS 1868-1983, fitted with all other
accessories viz. PVC roller, EPDM gasket, maruti lock,
screws etc. including labour charges for fitting & fixing of
aluminium 2-track/3-track sliding window with fixing of glass
(excluding cost of glass) all complete as per architectural
drawings and direction of Engineer-in-charge.
10-12 Micron thickness Annodizing film Natural white. [Note
: for estimate purpose construction wing may consider
weight of 2-track Aluminium window @ 5.5 Kg per
Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M]
125
56000
448
Supplying profiles of required section made of Aluminium
Alloy Extrusions conforming to IS: 732-1983 and IS: 1285-
1975; Annodized (with required film thickness and
specifiedcolour / natural) matt finished conforming to IS:
1868-1983for fabrication of composit door, sliding &
casementwindows, partitions, formed of basic sections of
any ISIembossed / certified make and brand as per
direction ofEngineer - In- Charge. (Payment will be made
on finishedlength of the work).(A) In 10-12 Micron
thickness Annodizingfilm
I) Natural white
g) Fixed glazing. i) Top, bottom and side member.
45
14445
321
Supplying and laying true to line and level vitrified tiles of
approved brand (size not less than 600 mm X 600 mm X
10 mm thick) in floor, skirting etc. set in 20 mm sand
cement mortar (1:4) and 2 mm thick cement slurry back
side of tiles using cement @ 2.91Kg./sqM or using
polymerised adhesive (6 mm thick layer applied directly
over finished artificial stone floor/Mosaic etc without any
backing course) laid after application slurry using 1.75 Kg
of cement per sqM below mortar only, joints grouted with
admixture of white cement and colouring pigment to match
with colour of tiles / epoxy grout materials of approved
make as directed and removal of wax coating of top
surface of tiles with warm water and polishing the tiles
using soft and dry cloth upto mirror finish complete
including the cost of materials, labour and all other
incidental charges complete true to the manufacturer's
specification and direction of Engineer-in-Charge. (White
cement, synthetic adhesive and grout material to be
supplied by the contrr]e)(I) With application slurry @1.75
kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick
cement slurry at back side of tiles, 0.2 kg/ Sq.m white
cement for joint filling with pigment.(B) Light Colour
255
376706
1477.28
Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm
thickness in floor, lobby, stair, landing & treads etc. over
20 mm (av.) thck base of Cement mortar (1:2) laid with
white cement slurry @ 4.4 kg/Sq.m before placing marble
& jointed with white cement slurry @ 2.0 kg/Sq.m with
necessary pigments including grinding and Granite polishing
as per direction of Engineering -in -Charge in Ground Floor.
{White cement and Pigment to be supplied by the Agency]
(iii) Area of each Slab/tile exceeding 0.60 sq.m but not
exceeding 1.00 sq.m
110
184332
1675.75
Supplying,fitting & fixing granite slab 15mm to 18mm thick
in floor, lobby, stair, landing and treads etc. over 20mm
(avg) thick base of cement morter (1:2) laid with white
cement slurry @ 4.40Kg per Square meter before placing
of granite and jointed with white cement slurry @ 2.0 Kg
per square meter with necessary pigments and complete
as per direction of Engineer-in-charge including cost of all
materials, labours, curing and roughening of concrete
surface complete.
(b) Area of each Granite slab 0.6 to 1.0 Square meter.
112
354368
3164
Supplying, fitting and fixing Black Stone slab used in
Kitchen slab, alcove, wardrobe etc. laid and jointed with
necessary adhesive Cement mortar (1:2) including grinding
or polishing as per direction of Engineer-in -Charge in
Ground Floor.(a) Slab Thickness 20 to 25 mm
85
53708
631.86
Removal of defective concrete, cleaning the surface
thoroughly, applying the shotcrete mixture mechanically
with compressed air under pressure, comprising of
cement, sand, coarse aggregates, water and quick setting
compound in the proportion as per clause 2807.1., sand
and coarse aggregates conforming to IS: 383 and table 1
of IS: 9012 respectively, water cement ratio ranging
from0.35 to 0.50, density of gunite not less than 2000
kg/cum, strength not less than 25 MPa and workmanship
conforming to clause 2807.6. (40 mm average thickness.)
85
22185
261
Guniting concrete surface with cement mortar (25 mm
nominal thick) applied with compressor after cleaning
surface and spraying with epoxy complete as per Technical
specification
95
86640
912
Prime Coat: Providing and applying primer coat with
Cationic Bitumen Emulsion of approved grade conforming
to IS:8887-1978 and requisite quantity on prepared surface
of granular base including cleaning of road surface and
spraying primer using Mechanical means including cost and
carriage of bitumen emulsion and all other incidental costs
of work complete as per Clause 502 of Specification for
Road & Bridge Works of MoRT&H (5th Revision).
For WBM / WMM Surface:(with
primer @ 0.85 kg/sqm)
700
20286
28.98
Tack Coat: Providing and applying tack coat with Cationic
Bitumen Emulsion of approved grade conforming to IS:
8887-1978 on the prepared surface cleaned with Hydraulic
broom, moistening the surface including cost and carriage
of emulsion, hire charges of machinery and labour, cost of
fuel and lubricants all complete as per Clause 503 of
Specifications for Road & Bridge Works of MoRT&H (5th
Revision).
On Bituminous Surface(with primer @ 0.25 kg/sqm)
700
6566
9.38
Providing and laying Premixed Seal Coat (Type B) with
approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen
binder on thoroughly cleaned black top surface coated with
tack coat, including heating and mixing cleaned sand/grit
(100 % passing through 2.36 mm sieve and retained on
180 micron sieve) uniformly with bitumen binder, laying and
spreading the mix at an uniform rate using suitable means,
brushing the surface, if necessary, to ensure uniformity,
followed by rolling with power roller including the cost and
carriage of binder and aggregates, cost of heating the
binder and aggregates and all other incidental charges,
cost of fuel and lubricants, including hire charges of
machineries, tools & plants required for construction and
quality control complete as per Clause 511 of
Specifications for Road & Bridge Works of MoRT&H (5th
Revision).
II By Manual Means
With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
700
28070
40.1
Water Bound Macadam Base Course Providing, laying,
spreading and compacting stone aggregates of specific
sizes to water bound macadam specification including
spreading in uniform thickness,hand packing, rolling with
vibratory roller 8-10 tonnes in stages to proper grade and
camber, applying and brooming requisite type of screening
/ binding materials to fill up the interstices of coarse
aggregate, watering including lighting, guarding, barricading
and making necessary earthen bundh of one metre width
on each side and preparing the bed by necessary cutting
or filling, including cost of all materials and hire and labour
charges of all men and machinery and compacting to the
required density, as per Clause 404 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision). Grading-
I Aggregate (63 mm to 45 mm) Using Stone Screening
700
1785315
2550.45
Open-Graded Premix Surfacing using BituminousBinder
and Mobile Hot Mix Plant (Light Duty): Providing, laying and
rolling of Open - graded premix surfacing of 20 mm
thickness composed of 13.2 mm (@ 0.018 m³ per m²) and
11.2 mm (@ 0.009 m³ per m²) size stone aggregates,
including thoroughly cleaning of the surface, screening,
cleaning and pre-heating stone chips and fully pre-coating
the same either using viscosity grade paving bitumen or cutback
or emulsion, carrying the mixture by any suitable
arrangements, laying the mixture uniformly over the
surface, including line, grade and level to serve as wearing
course on a previously prepared base, including mixing in
Mobile Hot Mix Plant (Light Duty) and thoroughly rolling
with a smooth wheeled roller 8-10 tonne capacity, finished
to required level and grades including the cost and carriage
of stone chips and matrix, heating the matrix, preheating
the aggregates to required temperature and including the
hire charges of Mobile Hot Mix Plant (Light Duty) and other
machinery, pay of operators, cost of fuel and lubricants
etc. complete to be followed by seal coat of either Type A
or Type B as per Technical Specification Clause 508 for
Rural Roads of MORD.
700
78848
112.64
b) 50 mm thick interlocking designer concrete paver block
M- 30 grade for non-traffic zone,buiding
premises,garden,parks,domestic drive as per IS: 15658-
2006(over 20-30 mm medium sand bed on 200mm thk
bound gnaular /granular base course including cost of sand
for sand bed
245
210210
858
Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl
Chloride) pipes of approved make conforming to IS-15778:
2007 . with all necessary accessories, specials viz. socket,
bend, tee, union, cross, elbo, nipple, longscrew, reducing
socket, reducing tee, short piece etc. fitted with holder
bats clamps, including cutting pipes, fitting, fixing etc.
complete in all respect including cost of all necessary
fittings as required,jointing materials in any position above
ground. (Payment will be made on the centre line
measurements of total pipe line including all specials. No
separate payment will be made for accesories, specials.
(i) CPVC Pipes Class-1, SDR-11
a) For Exposed Work
20 MM DIA
155
22165
143
32 mm dia
65
18395
283
40mm dia
325
130975
403
b) For Concealed Work 15 mm Dia
175
24500
140
Supplying, fitting and fixing Peet's valve fullway gunmetal
standard pattern best quality of approved brand bearing
I.S.I. markng with fittings(tested to 21 kg/sq.cm.).
20 MM DIA
20
13140
657
40 MM DIA
20
32920
1646
a(i) Chromium plated Bib Cock short with wall flange with
aerator (Equivalent to Code No. 511 & Model - Tropical /
Sumthing Special of ESSCO or similar brand)
40
21560
539
B(i) Chromium plated Stop Cock (Equivalent to Code No.
513(A) & 513(B) & Model - Tropical / Sumthing Special of
ESSCO or similar brand).
40
19720
493
D(i) Chromium plated angular Stop Cock with wall flange
(Equivalent to Code No. 5053 & Model - Florentine of
Jaquar or similar brand).
20
16300
815
Suppling,fitting & fixing E.W.C in white glazed vitreous
china ware of approved make supplied fittied complete in
position with necessary bolts nuts.etc.
a)with 'P' trap
41
58261
1421
Closet seat of approved make with lid and C.P. hinges,
rubber buffer and brass screws supplied, fitted and fixed
complete.
(a) E.W.C.
(ii) Plastic (hallow type) white
41
15580
380
Supplying,fitting and fixing 32 mm dia. Flush Pipe of
approved make with necessary fixing materials and clamps
complete.
i) Polythene Flush Pipe
41
6355
155
Supplying, fitting and fixing approved brand P.V.C.
CONNECTOR white flexible, with both ends coupling with
heavy brass C.P. nut, 15 mm dia.
(iv) 600 mm long
20
2140
107
Supplying, fitting and fixing white vitreous china best quality
approved make wash basin with C.I. brackets on 75 mm X
75 mm wooden blocks, C.P. waste fittings of 32 mm dia.,
one approved quality brass C.P. pillar cock of 15 mm dia.,
C.P. chain with rubber plug of 30 mm dia., approved quality
P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long
approved quality P.V.C. connection pipe with heavy brass
C.P. nut including mending good all damages and painting
the brackets with two coats of
approved paint.(ii) 550 mm X 400 mm size
30
66240
2208
Supplying, fitting and fixing pedestal of approved make for
wash basin (white)
30
44910
1497
Supplying, fitting and fixing stainless steel sink complete
with waste fittings and two coats of painting of C.I.
brackets.
(a) Sink only
(i) 530 mm X 430 mm x 180 mm
20
65700
3285
Supplying, fitting and fixing pillar cock of approved make.
a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507
& Model - Tropical / Sumthing Special of ESSCO or similar
brand).
30
16650
555
Supplying, fitting and fixing best quality Indian make mirror
5.5 mm thick with silvering as per I.S.I, specifications
supported on fibre glass frame of any colour, frame size
550 mm X 400 mm
20
12260
613
Supplying, fitting and fixing towel rail with two brackets.(a)
C.P. over brass
(iii)25 mm dia. and 600 mm long
20
8600
430
Supplying, fitting and fixing soap holder.
(b) Fibre glass
20
1160
58
Supplying P.V.C. water storage tank of approved quality
with closed top with lid (Black) – Multilayer
(c) 1500 litre capacity
6
47040
7840
Labour for hoisting plastic water storage tank.(i) Upto 1500
litre capacity.(a) Upto 1st story from G.L.
6
576
96
b) Extra for each additional story
6
258
43
Labour for punching hole in plastic water storage tank upto
50 mm dia.
24
456
19
Supplying, fitting and fixing Flat back urinal (half stall urinal)
in white vitreous chinaware of approved make supplied,
fitted and fixed in position with brass screws on 75 mm X
75 mm X 75 mm wooden blocks complete.
(ii) 470 mm X 280 mm X 340 mm
10
9450
945
Supplying, fitting and fixing urinal flush pipe fittings of
approved brand.
(a) C.P. urinal flush pipe fittings range of one
10
4140
414
Supplying, fitting and fixing Squating plate with integral
flushing in white vitreous chinaware of approved make in
cement concrete (6:3:1) with jhama chips complete.
(Payment of concrete will be paid seperately).
(i) 450 mm X 350 mm
12
10572
881
Constructing Inspection pit of inside measurement 600mm
X 600mm X upto 600mm (depth) with 250 mm thick 1st.
class brick work in cement mortar (1:4) on all sides,
bottom of the pit consisting of 100 mm thick cement
concrete (1:3:6) with stone chips over a layer of jhama
brick flat soling, 15 mm thick (1:4) cement plaster to inside
walls and out-side walls upto G.L. and 20 mm.thick (1:4)
plaster to bottom of the pit,providing necessary invert with
cement concrete (1:3:6) with stone chips as per direction,
neat cement finishing to entire internal surfaces, top of the
pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with
stone chips and necessary reinforcements upto 1% and
shuttering including 6 mm thick cement plaster (1:4) in all
external surfaces of the slab and one 560 mm dia. R.C.C.
manhole cover of approved makesupplied, fitted and fixed
in the slab with necessary fittings, necessary earthwork in
excavation in all sorts of soil, filling sides of the pit with
earth and removing spoils after work complete in all
respect with all costs of labour and materials.
i) With Pakur variety. (SAIL/TATA/RINL)
10
70310
7031
Construction of septic tank of different capacities as per
approved drawing with 1stclass brick work in cement
mortar (1:4) including two 560 mm dia. R.C.C.
manholecover(heavy type)of approved make supplied,
fitted and fixed in the 100mm thickR.C.C (1:1.5:3) top slab
with necessary fittings, 20mm thick cement plaster (4 :
1)with neat cement finish to the internal surfaces and 15
mm thick cement plaster (4 : 1) to outside wall upto 200
mm below G.L floor finished with 25 mm thick grey artificial
stone over 100 mm thick R.C.C(1:1.5:3) bottom slab
including supplying, fitting and fixing all necessry specials,
fittings, S.W. tees, C.I. foot rest etc....(iii) For 50 users
A) With Pakur variety. (Other than SAIL/TATA/RINL)
2
173622
86811
Construction of circular soak well 2.5 metre deep in all
types of sandy soils with dry brick work upto 1.6 metre
from the bottom having ISO mm intermediate cement brick
work (1:4) band all round and cement brick work (1:4) upto
0.90 metre from top with 20mm thick cement plastering
(1:4) to inside face upto the depth of cement brick work,
15mm thick cement plaster (1:4) on outer face from top of
the well upto G.L. and 6 mm thick cement plaster (1:4) on
top of the R.C.C. cover slab including filling bottom 1.00
metre of inside of the well with brick metal (50 mm to 63
mm size) including R.C.C. cover slab of 100 mm thick with
cement concrete...... (SAIL/TATA/RINL)
2
32762
16381
Cutting hole through wall,roof or cornice and mending good
all damages.
20
1360
68
Supply of UPVC pipes (B Type) & fittings conforming to IS-
13592-1992
(A) (i) Single Socketed 3 Meter Length
P.W.D. /S& P/ P-70/It-23
(a) 75 mm
45
8820
196
(b) 110 mm
25
7300
292
Supply of UPVC pipes (B Type) & fittings conforming to IS-
13592-1992
(B) Fittings (i) Coupler
(a) 75 mm
6
276
46
(b) 110 mm
8
680
85
(ii) Plain Tee
(a) 75 mm
8
368
46
(b) 110 mm
5
425
85
(iii) Door Tee (b) 110 mm
8
1560
195
vi) Door Y (LH) & (RH) (b) 110 mm
6
1656
276
x) Bend 87.5º a) 75mm
4
244
61
(b) 110mm
4
480
120
xi) Door Bend (T.S.)
110 mm
4
588
147
xiv) Cross Tee with Door
(a) 75 mm
2
432
216
(b) 110 mm
2
478
239
xv) vent Cowl 110mm
2
66
33
xvi) Pipe Clip 75mm
6
96
16
110mm
12
252
21
xviii) W.C. Connector (450 mm long) W / lipring
(a) 75 mm
4
1108
277
xxiii) 110/110 S Trap
4
1736
434
xxvi) Reducer 110 X 75 mm
4
320
80
xxvii) Reducing Tee (110 X 75 mm)
4
568
142
xIix) Door Gasket ( b)110 mm
5
40
8
Labour for fitting and fixing U.P.V.C. pipes for above
ground work including cost of jointing materials etc. fitting
and fixing all necessary specials, cutting pipes, cutting
holes in walls or R.C. floor where necessary and mending
good all damages excluding the cost of masonry or
concrete work, if necessary, but including the cost and
fitting and fixing holder bat clamps (any floor)...
(A) Above ground
(a) 75 mm
45
2025
45
(b) 110 mm
25
1425
57
Supplying, fitting and fixing 10 litre P.V.C. low-down cistern
conforming to I.S. specification with P.V.C. fittings
complete,C.I. brackets including two coats of painting to
bracket etc.)
20
20300
1015
Labour for boring through any type of soil for sinking tube
well of required dia. with top enlargement by rig boring
system (either by reverse circulation or by direct rotary
method) including hire charges and labour for rig machine,
tools and plants, staging, force pumping set and making
arrangement for water required for boring etc. complete
and lowering of pipes, strainers, blind pipes etc. complete.
(c) For depth upto 250 metre for 150 mm dia. Tube well
with top enlargement of 300 mm dia.(upto 50 metre.)
(i) First 50 metre
50
53900
1078
(ii) Next 50 metre (i.e.; 51 m to 100 m)
50
53300
1066
(iii) Next 50 metre (i.e.; 101 m to 150 m)
50
63550
1271
(ivi) Next 50 metre (i.e.; 151 m to 200m)
30
43380
1446
Supplying, fitting and fixing heavy type bell mouth reducing
socket.
(v) 200 mm X 300 mm
1
1508
1508
Washing and developing tube well with air compressor
pump and engine for 8 (eight) hours continuous pumping
per day with necessary arrangements for testing the yield
in gallons per hour with 'V' notch including hire and labour
charges for all tools and plants and scaffolding as required.
7
52766
7538
Labour for making arrangement for showing verticality test
including the cost for hire charges of tools and plants,
scafolding, labour etc. all complete.
1
916
916
Collecting sample of water for bacteriological and chemical
test from any depth at any time during execution of work
including hire and labour charges for tools and plants and
sterilising the equipments, paying all charges and fees,
testing etc. complete in all respect as per direction.
1
1231
1231
Packing the annular space between the outside of the tube
well pipes & strainers and the bore with pea size washed
gravel of approved quality having size from 2 mm to 5 mm
or the size approved by the Engineer-in-charge including
cost of all materials labour and equipment complete. [Note: Initial 6 m. of Annular space between the housing
pipe and the bore should not be shrouded with Pea size
gravel to avoid contamination with surface water.]
33
66957
2029
Packing annular space between the outside of the housing
pipe and the bore with puddled clay balls of approved size
as per direction of the Engineer-in-charge with cost of all
materials and labour complete.
1
417
417
Supplying, fitting and fixing 300 mm M.S. housing clamp of
approved quality.
1
2235
2235
Providing 200 mm centre guide. i) With Clamp
16
2048
128
Geophysical investigation of the acquifer by electrologging
system with all tools and plants as necessary including
supply of necessary report.
1
8247
8247
Supply of PVC pipes & fittings Schedule 80 (medium duty)
conforming to ASTMD - 1785 and threaded to match with
GI Pipes as per IS : 1239
(Part - I).
(i) 200 mm
130
277420
2134
(ii) 300 mm
50
203550
4071
(iii) End Plug --200 mm (Dia)
1
1072
1072
(iv) Threaded End Cap --300 mm (Dia)
1
1149
1149
(v) Solvent cement
5
650
130
Supplying M.S. male/ female adopter of approved make
and brand for coupling of M.S. pipe and fibre glass
strainers, as per direction of the Engineer - in - Charge
(iii) 200 mm dia
2
6852
3426
Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot
width in 6.1m length of approved make and as per direction of the
Engineer - in - Charge
(a) 200 mm nominal dia
(i) 6.0 mm wall thickness
48.8
157331
3224
Bailing or pumping out water from foundation
trenches.
55
1148
20.88
Supplying, fitting and fixing in position R.C.C. Manhole/ pit
cover of approved make with rim of approved make (Heavy
type)
(ii) 560 mm dia.
2
676
338
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes &
fittings conforming to IS-15778: 2007
(Q) Ball Valve
40 mm Dia
1
553
553
Proving & Laying PVC waterstops of 150mm wide and
6mm thick dumbbell with end bulbs and without central bulb
as per ISI 5058:2002 to make concrete joint water tight.
45
13140
292.02
Hire charges for engaging Air Compressor machine with
minimum pressure capacity of 5.0 Kg/sq.cm arrangement
including all necessary equipment and operating staff,
carriage, fuel, Tools and plants all complete for cutting
Road / hard crust cutting with pneumatic hammer at
desired point in water supply works as per direction of
EIC.
a) With Pneumatic hammers
For minimum engagement of 8 hrs. in a day
21
126000
6000
Add GST @18% on Sl. No. 1 to 119
15139538.01
2725116
0.18
Add L.W. CESS @ 1% on Sl. No. 1 to 120
17864654.85
178646
0.01
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements